Circular water tank (Flexible joint).xls

7/25/2019 Circular water tank (Flexible joint).xls

1/59

Name of work :- pkn1 Tank capacity 400 K ltr 400000 ltr

2 Depth of water 4.00 mtr 4000 mm

3 Free board 0.20 m 200 mm

4 Conrete 20 !nit wei"ht 25000

7 m 13.3

# $teel fy 415 Ten%ile %tre%% 230

& Nominal Co'er 25 mm (ffecti'e Co'er 30 mm

) Reinforcement*oop% +in" 20 150 mm c,c

erti'cal 10 160 mm c,c

Floo ain 8 200 mm c,c

Di%trib!tion 8 200 mm c,c

.

. mm c,c

DESIGN OF CIRCULAR WATER TANK (Flaxible joint)

N,m 3

cbc N,mm 2

N,mm 2

mm

mm

mm

mm

mm +in"


2/59


3/59

+(F m

. +(F m

. mm c,c

.

. mm c,c +(F m

.. . mm c,c. mm c,c +(F m .

$trip paintin" . mm c,coint %ealin" compo!nd

.

mm +in"

mm +in"

mm +in"mm +in"

mm +in"


4/59


5/59

+(F

.


6/59


7/59

DESIGN OF CIRCU !R "!#ER #!N$%F&'(i)&e *oint+N'me of ,or- / -n

REF 400 4..... mmREF 4.00 m 4... mmREF 0.20 2.. mm

REF 20REF f 415 #en i&e te 23.

7 13 3Nomin'& co er 2# mm Effecti e co er 3. mm

Design Constants ! For *5$D 6ar% Cocrete 7 2.

= 23. wt of concrete 7 2#...= ) m = 13 3

m8c7

13 3 9 )7 0.28813 3 9 ) 23.

= 1 - . 2;; , 3 7 0. 04= . # 9 ) 9 .


8/59

$pacin" of hoop 6ar% 7 1... 9 314 , #1. 7 &1& %ay 7 &1. mm

*owe'er@ the %pacin" of hoop% %ho!ld not more than 3 time% of thickne%% of wall *ence keep a %pacin"#.. mm c,c at the top $ince the thickne%% of wall i% le%% than 22# mm reinforcement pro'ided at the

center of thickne%% ?f@ howe'er@ the thickne%% i% more than 22# mm @ half the hoop% wo!ld ha'e been planear the inner face and other half at the o!ter face Ai e the %paci" of the hoop% wo!ld ha'e been do!bled

The %pacin" at the other hei"ht can be %imilarly fo!nd For e9ample at the depth of 2 .. m below

top@ the area of hoop% i% "i'en by =%h 7w h D,2

7ro'ided 160

Design o" tan' "loo$ ! $ince the tank floor i% re%tin" on "ro!nd thro!"ho!t @ pro'ide a minim!m thickne%% of 1#.

7. 3.

9 1#. 9 1... 7 4#.1..

>ro'ide half the reinfocement near each face@ =%t 7 22#

!%in" ; mm bar% = 7 73 14 9 ; 9 ;

7 504 91.. 4 9 1..$pacin" of hoop 6ar% 7 1... 9 #. , 22# 7 223 %ay 7 2.. mm

*owe'er pro'ide ; 2.. mm c,c in both direction @ at top and bottom of floor %labThe floor %lab will re%t on )# mm thick layer of lean concrete co'ered with a layer of tar felt

Detail o" $ein"o$%e&ent ! The detail %hown in drawin"

pk/nandwana0yahoo co in

mm 2%

= %d mm 2

3 149dia2

mm bar@ 0 mm c,c Thi% wil al%o %er'e the p!rpo%e of tiein" the hoop reinforceme

inim!m = %t mm 2 in each direction

mm 2

3 149dia 2

mm bar% 0
mailto:[email protected]:[email protected]


9/59



10/59

m

ba%e

mm

mm 2


11/59

f

edBthe

mm

mm 2

t

mm 2


12/59


13/59

+(F

+(F +(F

1). 11&.. 1).

+(F+(F mm c,c +(F m

+(F +(F m+(F mm c,c

4...+(F+(F mm c,c +(F m

+(F+(F +(F mm c,c+(F mm c,c +(F m +(F

$trip paintin" +(F mm c,coint %ealin" compo!nd

+(F+(F

mm +in"

mm +in"

mm +in"

mm +in"mm +in"

mm +in"



14/59

?! UES OF DESIGN CONS#!N#Srade of concrete -1# -2. -2# -3. -3# -4. rade of conc

od!lar +atio 1; &) 13 33 1.


15/59

+eiforcement

!*+ !*+ b, b,

. 1# . 1; . 1; . 1#

. 1& . 1; . 1< . 1;

. 1) . 1; . 2 . 21

. 1; . 1< . 21 . 24

. 1< . 1< . 22 . 2). 2 . 1< . 23 . 3

. 21 . 2 . 24 . 32

. 22 . 2 . 2# . 3#

. 23 . 2 . 2& . 3;

. 24 . 21 . 2) . 41

. 2# . 21 . 2; . 44

. 2& . 21 . 2< . 4)

. 2) . 22 . 3. . #

. 2; . 22 . 31 . ##

. 2< . 22 . 32 . &. 3 . 23 . 33 .

. 31 . 23 . 34 . )

. 32 . 24 . 3# . )#

. 33 . 24 . 3& . ;2

. 34 . 24 . 3) . ;;

. 3# . 2# . 3; .


16/59

. & . 32. &1 . 32. &2 . 32. &3 . 32. &4 . 32. . 33

. && . 33

. &) . 33

. &; . 33

. &< . 33. ) . 34

. )1 . 34

. )2 . 34

. )3 . 34

. )4 . 34

. )# . 3#

. )& . 3#

. )) . 3#

. ); . 3#

. )< . 3#. ; . 3#

. ;1 . 3#

. ;2 . 3&

. ;3 . 3&

. ;4 . 3&

. ;# . 3&

. ;& . 3&

. ;) . 3&

. ;; . 3)

. ;< . 3)

. < . 3).


17/59

1 11 . 41 12 . 41 13 . 41 14 . 41 1# . 41 1& . 41

1 1) . 411 1; . 411 1< . 411 2. . 411 21 . 411 22 . 411 23 . 411 24 . 411 2# . 421 2& . 421 2) . 421 2; . 42

1 2< . 421 3. . 421 31 . 421 32 . 421 33 . 431 34 . 431 3# . 431 3& . 431 3) . 431 3; . 431 3< . 431 4. . 43

1 41 . 441 42 . 441 43 . 441 44 . 441 4# . 441 4& . 441 4) . 441 4; . 441 4< . 441 #. . 4#1 #1 . 4#1 #2 . 4#

1 #3 . 4#1 #4 . 4#1 ## . 4#1 #& . 4#1 #) . 4#1 #; . 4#1 #< . 4#1 &. . 4#1 &1 . 4#


18/59

1 &2 . 4#1 &3 . 4&1 &4 . 4&1 . 4&1 && . 4&1 &) . 4&

1 &; . 4&1 &< . 4&1 ). . 4&1 )1 . 4&1 )2 . 4&1 )3 . 4&1 )4 . 4&1 )# . 4)1 )& . 4)1 )) . 4)1 ); . 4)1 )< . 4)

1 ;. . 4)1 ;1 . 4)1 ;2 . 4)1 ;3 . 4)1 ;4 . 4)1 ;# . 4)1 ;& . 4)1 ;) . 4)1 ;; . 4;1 ;< . 4;1


19/59

2 13 . #.2 14 . #.2 1# . #.2 1& . #.2 1) . #.2 1; . #.

2 1< . #.2 2. . #.2 21 . #.2 22 . #.2 23 . #.2 24 . #.2 2# . #12 2& . #12 2) . #12 2; . #12 2< . #12 3. . #1

2 31 . #12 32 . #12 33 . #12 34 . #12 3# . #12 3& . #12 3) . #12 3; . #12 3< . #12 4. . #12 41 . #12 42 . #1

2 43 . #12 44 . #12 4# . #12 4& . #12 4) . #12 4; . #12 4< . #12 #. . #12 #1 . #12 #2 . #12 #3 . #12 #4 . #1

2 ## . #12 #& . #12 #) . #12 #; . #12 #< . #12 &. . #12 &1 . #12 &2 . #12 &3 . #1


20/59

2 &4 . #12 . #12 && . #12 &) . #12 &; . #12 &< . #1

2 ). . #12 )1 . #12 )2 . #12 )3 . #12 )4 . #12 )# . #12 )& . #12 )) . #12 ); . #12 )< . #12 ;. . #12 ;1 . #1

2 ;2 . #12 ;3 . #12 ;4 . #12 ;# . #12 ;& . #12 ;) . #12 ;; . #12 ;< . #12


21/59

3 1# . #1


22/59

-1. -1# -2. -2# -3. -3# -4. -4# -#.-- . & . ; . < 1 1 1 1 2 1 3 1 4

De e&o ment en>t: in ten ion

>lain $ 6ar% * 5 $ D 6ar%

. & #; .


23/59


24/59


25/59


26/59


27/59


28/59


29/59


30/59

. 4 . ; 1 2 1 &>ercenta"e of ten%ion reinforcement


31/59


32/59


33/59


34/59


35/59


36/59


37/59


38/59

2 4 2 ;


39/59


40/59


41/59


42/59


43/59


44/59


45/59


46/59

?! UES OF DESIGN CONS#!N#Srade of concrete -1# -2. -2# -3. -3# -4. rade of concret

od!lar +atio 1; &) 13 33 1.


47/59

!*+ !*+ b, b,

. 1# . 1; . 1; . 1#

. 1& . 1; . 1< . 1;

. 1) . 1; . 2 . 21

. 1; . 1< . 21 . 24

. 1< . 1< . 22 . 2). 2 . 1< . 23 . 3

. 21 . 2 . 24 . 32

. 22 . 2 . 2# . 3#

. 23 . 2 . 2& . 3;

. 24 . 21 . 2) . 41

. 2# . 21 . 2; . 44

. 2& . 21 . 2< . 4)

. 2) . 22 . 3. . #

. 2; . 22 . 31 . ##

. 2< . 22 . 32 . &

. 3 . 23 . 33 . . 31 . 23 . 34 . ). 32 . 24 . 3# . )#. 33 . 24 . 3& . ;2. 34 . 24 . 3) . ;;. 3# . 2# . 3; .


48/59

. &) . 33

. &; . 33

. &< . 33. ) . 34

. )1 . 34

. )2 . 34

. )3 . 34

. )4 . 34

. )# . 3#

. )& . 3#

. )) . 3#

. ); . 3#

. )< . 3#. ; . 3#

. ;1 . 3#

. ;2 . 3&

. ;3 . 3&

. ;4 . 3&. ;# . 3&

. ;& . 3&

. ;) . 3&

. ;; . 3)

. ;< . 3). < . 3)

.


49/59

1 21 . 411 22 . 411 23 . 411 24 . 411 2# . 421 2& . 421 2) . 421 2; . 421 2< . 421 3. . 421 31 . 421 32 . 421 33 . 431 34 . 431 3# . 431 3& . 431 3) . 43

1 3; . 431 3< . 431 4. . 431 41 . 441 42 . 441 43 . 441 44 . 441 4# . 441 4& . 441 4) . 441 4; . 441 4< . 44

1 #. . 4#1 #1 . 4#1 #2 . 4#1 #3 . 4#1 #4 . 4#1 ## . 4#1 #& . 4#1 #) . 4#1 #; . 4#1 #< . 4#1 &. . 4#1 &1 . 4#1 &2 . 4#1 &3 . 4&1 &4 . 4&1 . 4&1 && . 4&1 &) . 4&1 &; . 4&1 &< . 4&1 ). . 4&1 )1 . 4&1 )2 . 4&

1 )3 . 4&1 )4 . 4&


50/59

1 )# . 4)1 )& . 4)1 )) . 4)1 ); . 4)1 )< . 4)1 ;. . 4)1 ;1 . 4)1 ;2 . 4)1 ;3 . 4)1 ;4 . 4)1 ;# . 4)1 ;& . 4)1 ;) . 4)1 ;; . 4;1 ;< . 4;1


51/59

2 2< . #12 3. . #12 31 . #12 32 . #12 33 . #12 34 . #12 3# . #12 3& . #12 3) . #12 3; . #12 3< . #12 4. . #12 41 . #12 42 . #12 43 . #12 44 . #12 4# . #1

2 4& . #12 4) . #12 4; . #12 4< . #12 #. . #12 #1 . #12 #2 . #12 #3 . #12 #4 . #12 ## . #12 #& . #12 #) . #1

2 #; . #12 #< . #12 &. . #12 &1 . #12 &2 . #12 &3 . #12 &4 . #12 . #12 && . #12 &) . #12 &; . #12 &< . #12 ). . #12 )1 . #12 )2 . #12 )3 . #12 )4 . #12 )# . #12 )& . #12 )) . #12 ); . #12 )< . #12 ;. . #1

2 ;1 . #12 ;2 . #1


52/59

2 ;3 . #12 ;4 . #12 ;# . #12 ;& . #12 ;) . #12 ;; . #12 ;< . #12


53/59

-1. -1# -2. -2# -3. -3# -4. -4# -#.-- . & . ; . < 1 1 1 1 2 1 3 1 4

De e&o ment en>t: in ten ion

>lain $ 6ar% * 5 $ D 6ar%

. & #; .


54/59


55/59


56/59


57/59


58/59


59/59

Circular water tank (Flexible joint).xls

Documents

Transcript of Circular water tank (Flexible joint).xls